Please use this identifier to cite or link to this item: http://hdl.handle.net/1942/48135
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dc.contributor.authorGOUVEIA HENRIQUES, Jose-
dc.contributor.authorWillems, Pibbe-
dc.contributor.authorTURGUT, Alper-
dc.contributor.authorMAERTEN, Ellen-
dc.contributor.authorDe Ligne, Liselotte-
dc.contributor.authorDEGEE, Herve-
dc.date.accessioned2026-01-15T15:26:00Z-
dc.date.available2026-01-15T15:26:00Z-
dc.date.issued2025-
dc.date.submitted2025-12-23T11:02:28Z-
dc.identifier.citationSimões da Silva, Luis; Vila Real, Paulo; Lubinkovic, Filip; Conde, Jorge; Rahnavard, Rohola; Figueiredo Silva, Luis (Ed.). Proceedings of the XV Conference on Steel and Composite Construction, p. 521 -530 (Art N° 40)-
dc.identifier.isbn9789893529232-
dc.identifier.urihttp://hdl.handle.net/1942/48135-
dc.description.abstractThis paper presents a newly developed shear connection for steel-timber composite (STC) floor beams. The connection's mechanical behaviour is investigated through experimental tests, including push-out tests and hygroscopic assessments, which are used to determine the load-slip response, identify the governing failure mode, and evaluate the effects of dimensional changes in wood. Finite element method (FEM) simulations are then conducted to reproduce the connection behaviour numerically. Finally, a component-based method is proposed to determine the shear connection properties, including stiffness and strength, and to assess its efficiency through comparison with conventional dowel-type connections.-
dc.language.isoen-
dc.titleA new designed for disassembly shear connection for steel-timber composite beams-
dc.typeProceedings Paper-
local.bibliographicCitation.authorsSimões da Silva, Luis-
local.bibliographicCitation.authorsVila Real, Paulo-
local.bibliographicCitation.authorsLubinkovic, Filip-
local.bibliographicCitation.authorsConde, Jorge-
local.bibliographicCitation.authorsRahnavard, Rohola-
local.bibliographicCitation.authorsFigueiredo Silva, Luis-
local.bibliographicCitation.conferencedate2025, November 20-21-
local.bibliographicCitation.conferencenameXV Conference on Steel and Composite Construction-
local.bibliographicCitation.conferenceplacePorto-
dc.identifier.epage530-
dc.identifier.spage521-
local.format.pages10-
local.bibliographicCitation.jcatC1-
local.type.refereedRefereed-
local.type.specifiedProceedings Paper-
local.bibliographicCitation.artnr40-
local.provider.typePdf-
local.bibliographicCitation.btitleProceedings of the XV Conference on Steel and Composite Construction-
local.uhasselt.internationalno-
item.fulltextWith Fulltext-
item.contributorGOUVEIA HENRIQUES, Jose-
item.contributorWillems, Pibbe-
item.contributorTURGUT, Alper-
item.contributorMAERTEN, Ellen-
item.contributorDe Ligne, Liselotte-
item.contributorDEGEE, Herve-
item.accessRightsOpen Access-
item.fullcitationGOUVEIA HENRIQUES, Jose; Willems, Pibbe; TURGUT, Alper; MAERTEN, Ellen; De Ligne, Liselotte & DEGEE, Herve (2025) A new designed for disassembly shear connection for steel-timber composite beams. In: Simões da Silva, Luis; Vila Real, Paulo; Lubinkovic, Filip; Conde, Jorge; Rahnavard, Rohola; Figueiredo Silva, Luis (Ed.). Proceedings of the XV Conference on Steel and Composite Construction, p. 521 -530 (Art N° 40).-
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